1、

Theory of Shear Strength for Normally Consolidated Saturated Clay

正常压密饱和粘土的抗剪强度理论

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2、

Utilizing the theory of thin shell, the interaction of soil-structure of a partially sealed circular tunnel in viscoelastic saturated clay is investigated by considering the property of creep of lining and clay, and the stiffness of lining.

考虑衬砌材料和土体的流变性以及衬砌的刚度,利用薄壁圆柱壳理论,研究了粘弹性饱和土体中半封闭圆形隧道衬砌&土相互作用问题。

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3、

Comparison of shearing strength testing methods of saturated clay

饱和粘土抗剪强度试验方法的比较

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4、

Study of the consolidation and deformation characteristics of saturated clay under self-weight by centrifuge model is described.

本文通过离心试验,研究了饱和粘土在考虑土体自重应力作用下的固结变形特性。

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5、

Experimental Investigation on Triaxial Frost Heaving Stress-Strain Relationship of Saturated Clay

饱和粘土三轴冻胀应力-应变关系试验研究

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6、

The authors conducted an experiment with clay of various original states by employing a multi-function saturated clay tester and analyzed the relationships between the development process of seepage and drainage or sopping.

本文采用多用途饱水粘性土固结和渗透试验装置,对不同岩性的粘性土原状样进行了释水、吸水与越流发展过程之间关系的试验。

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7、

Experimental study on shearing deformation behavior of saturated clay under cyclic stress

循环应力下饱和黏土剪切变形特性试验研究

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9、

Emphasizing the consolidation property, the engineering characteristic ot marine saturated soft clay in Huangdao is discussed.

介绍了滨海相饱和软粘土的力学性质, 着重于固结特性的试验分析及研究.

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10、

Study on Use of Sand Compaction Piles to Improve Foundations of Saturated Soft Clay Bank Slopes

挤实砂桩加固饱和软粘土岸坡地基的应用研究

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11、

With field testing and measurements for a practical project, the result of improvement of a foundation of saturated soft clay bank slope with sand compaction piles is studied with multiple approaches and the measured results are theoretically analyzed.

通过实际工程现场原位试验观测,对于挤实砂桩加固饱和软粘土岸坡地基的效果进行了多方法的研究,并对观测结果进行了理论分析。

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12、

Based on the laboratory dynamic consolidation tests of saturated oozy soft clay under impact loading, the dynamic response characteristics of pore water pressure were analyzed. The tests considered different combination schemes between hammer weight and dropping height.

通过室内淤泥质饱和软粘土的动力固结试验,考虑不同锤重和落距组合情况,对冲击荷载作用下饱和软粘土孔隙水压力的动态响应特征进行分析。

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13、

the study on reconsolidation characteristics of saturated soft clay

饱和软粘土的再固结性状研究

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14、

radioactive nuclide migration experiment in saturated zhejiang red clay

放射性核素在饱和浙江红粘土中的迁移

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15、

Technical Measures for Deep Foundation Pit Constructed under Saturated Silt Clay Bed in Shore

在湖滨饱和淤泥质粉质粘土地基进行深基坑施工的技术措施

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